16 ROYAL SOCIETY OF CANADA 
TABLE OF MAXIMUM BENDING MOMENTS AND DEFLECTIONS. 




Load in lbs. | Max. Bending Mo- Deflections in 
ment in in.-lbs. inches. 
2400 | 48000 | “004 
4800 96000 -009 
7200 144000 013 
9600 192000 | 017 
12000 240000 | 021 

DIAGRAMS FOR CAST-STEEL BERM WITH LOADS 
CONCENTRATED ATISIN. CENTRES 

